CN102289597A - Method for identifying pre-stressed secondary tensioning inflection point - Google Patents
Method for identifying pre-stressed secondary tensioning inflection point Download PDFInfo
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Abstract
The invention discloses a method for identifying a pre-stressed secondary tensioning inflection point, belonging to the field of identification of pre-stressed anchor system inflection points in engineering. The method comprises the following steps of: pre-processing an actual measurement data point set; removing death section data, nonlinear section data and descending section data; filtering abnormal data points; re-collecting effective data; optimizing and searching to obtain optimized inflection point parameters; and finally, judging the effectiveness of the inflection points so that the inflection points are identified. By means of the method disclosed by the invention, the manual operation is unnecessary; and the inflection points can be identified rapidly, reliably, precisely and automatically.
Description
Technical field
The present invention relates to prestress two times tensioning flex point discrimination method, especially a kind of method of utilizing the automatic identification prestress of computer two times tensioning flex point.
Background technology
The accurate identification of prestressed stretch-draw point of inflexion on a curve has significance in actual engineering.Slope data such as (being the elastic deformation coefficient) before and after flex point place tension force (also claiming " load ") and the flex point can be used for: the detection of dynamic of the quality testing of prestress equipment (as cable wire, rod iron, prestressed anchor etc.), disaster (as landslide, earthquake etc.), the examination of engineering construction (bridge, highway, tunnel etc.).Now the engineering application case briefly is listed below.
1. slope and land slide disaster monitoring
Installation method: be similar to installation method shown in Figure 1, the monitoring that A point among Fig. 1 and B point is fixed on side slope is with, and applies tension force at AB section cable wire in advance
F 0When carrying out the landslide disaster monitoring, obtain tension force-elongation curve by applying external tension, and be by identification algorithm acquisition flex point tension force
F 1, can calculate the relative displacement that A point and B are ordered on the side slope thus and be:
In the following formula
k 1Be known AB section cable wire elasticity coefficient.Can carry out the monitoring and the early warning of landslide disaster according to this relative displacement.
2. acceptance of engineering quality
At present prestressing technique has been widely used in the middle of all kinds of engineerings, promotes with reinforcing as the prestress of the super span building of supporting, ultra-high overweight (as station, theatre, bridge) of the slope reinforcement in the hydraulic engineering, building foundation pit excavation etc.These engineerings tension force to the prestress anchoraging system when the design phase has the strict design standard, need carry out the strictness test to these rated tensions in the acceptance of work stage.Can detect tension force-elongation data by the prestress anchoraging system as shown in Figure 1 that reserves, use the flex point identification technique then and obtain flex point tension force (load), the contrast design standards can check whether installation and design requires to construct.
3. prestressed anchor quality testing
Whether the prestressed stretch-draw anchor system is safe and reliable, not only is directly connected to the normal use of structure, also is related to engineering staff's the security and the permanance of construction quality simultaneously.The quality of presstressed reinforcing steel can guarantee, and prestressed anchor and connector product are little in batches because specification is more, cause product quality stable inadequately.Therefore before selecting a kind of prestressed anchor for use, to carry out pick test to product.Wherein a kind of important method of inspection is installed according to method shown in Figure 1 with regard to being to use sampling ground tackle and standard cable wire, carry out repeatedly stretch-draw test, and use the flex point discrimination method and obtain slope before and after flex point tension force and the flex point, contrast the data that repeatedly stretch-draw identification obtains and can judge whether ground tackle has the retraction loss of loosening and two times tensioning whether to reach design standards etc.(annotate: the variation explanation ground tackle clamping shakiness or the ground tackle generation deformation of flex point tension force, and variation has taken place in the length of two sections cable wires of the same explanation of the variation of slope, under the qualified situation of cable wire, illustrates that then ground tackle is out of joint).
All kinds of elastic utensils of using always in building operation (as presstressed reinforcing steel, rod iron, cable wire, screw-thread steel etc.) are followed Hooke's law in certain elastic deformation scope, promptly the elongation of reinforcing bar (amount of elastic deformation) is directly proportional with tension force (elastic force).Its relation can be expressed as:
, wherein
FFor tension force,
xFor elongation,
kBe elasticity coefficient.Elasticity coefficient wherein
kWith specifically relevant by the physical parameter of tension reinforcing steel bar, as: the reinforcing bar radical of reinforcing bar material, bar cross section size, reinforcing bar length, simultaneous tension etc.Know that according to Hooke's law elasticity coefficient and reinforcing bar length are inversely proportional to, be directly proportional with simultaneous tension reinforcing bar radical that promptly the long more elasticity coefficient of reinforcing bar is more little, the many more elasticity coefficient of tension reinforcing steel bar radical are big more.
In actual engineering, produced the cable wire quality by detecting, or dynamic monitoring engineering situation, the anchoring of usually cable wire being carried out is as shown in Figure 1 installed.In Fig. 1, earlier cable wire one end is fixed on the A point, applying prescribed tension
F 0Make cable wire uphold the back and fix by clamping device, if the elasticity coefficient of note AB section cable wire is at the B point
k 1, then the tension force of AB section cable wire-elongation concerns as the formula (1).Outside the B point, reserve designated length
L 2Cable wire so that the follow-up two times tensioning that carries out.
When the C point carries out two times tensioning in Fig. 1, if the tension force that applies less than
F 0The time, only BC section cable wire carries out stretch-draw, and original length is designated as
L 2, elasticity coefficient is designated as
k 2, then BC section cable tension-elongation concerns as the formula (2).When the tension force that applies greater than
F 0The time, the clamping device at B point place is loosening, and AB section cable wire and BC section cable wire constitute integral body and carry out stretch-draw simultaneously, and according to the series connection formula of Hooke's law, this moment, the elasticity coefficient of AC section cable wire was
k 1 k 2/ (
k 1+
k 2), its tension force-elongation concerns as the formula (3).
Because
k 1,
k 2Be arithmetic number, as can be known
,, the tension force-elongation curve in the two times tensioning journey of prestress anchoraging shown in Figure 1 system can be depicted as curve as shown in Figure 2 again according to formula (1)-(3).OG section straight line is for having reflected BC section cable tension among Fig. 1-elongation relation among the figure, and straight slope is
k 2(BC section cable wire elasticity coefficient).When the tension force that applies greater than
F 0The time, the stretch-draw cable wire is from BC section (elasticity coefficient
k 2) become AC section (elasticity coefficient
k 1 k 2/ (
k 1+
k 2)), tension force-elongation relation curve of this moment is the GP section straight line among Fig. 2, slope is
k 1 k 2/ (
k 1+
k 2), and the OG slope over 10 is greater than the GP slope over 10.
As previously mentioned, the tension force that applies is from 0 process that increases gradually, and tension force-elongation relation will experience the process shown in Fig. 2 curve.The actual measurement tension force at flex point G place
F 0And the actual measurement slope of flex point G front and back straight line (
k 2,
k 1 k 2/ (
k 1+
k 2)) in all kinds of engineerings significance and effect are arranged.
Yet the practical project data are not to be made of two sections straight lines as shown in fig. 2, but curve as shown in Figure 3.Often exist in the measured data: 1. because the dead band characteristic section (as the OA section curve among Fig. 3 a) that pick-up unit and pressue device dead band characteristic cause, 2. the non-linear section that is caused by nonlinear characteristic outside the cable wire effective elasticity deformation interval is (as the AB section among Fig. 3 a, and the OA section among Fig. 3 b), 3. the abnormal data (being marked) that causes by sensor or other reason as Fig. 3,4. cause by the retraction loss of ground tackle two times tensioning with the ascent stage (as the OC section curve among Fig. 3 a, and the OD section curve among Fig. 3 b) the diverse descending branch of characteristic (CD section among Fig. 3 a reaches DE section among Fig. 3 b), 5. because actual tension applies the lack of uniformity that the randomness of process causes the sampled data space distribution.And flex point also changed into by ideally single point (G point among Fig. 2) may interval range (BC segment among Fig. 3 b).
In sum, because every interference of measured data, its flex point can not directly calculate as ideally, or accurately obtains by range estimation.But must carry out identification by effective and reasonable algorithm.
Present actual engineering mainly adopts the method for artificial cognition, is about to detect data and is printed on the paper, and the technician is according to the geometric configuration of personal experience and curve then, and conventional tool such as employing ruler pencil mark and measure flex point on drawing.The shortcoming of this method has: the ⑴ poor reliability, depend critically upon engineering staff's personal experience and visual experience, and can't accomplish repeatability; ⑵ accuracy of identification is poor, and the measurement of flex point value only relies on conventional tool such as ruler, can't draw exact value; ⑶ real-time is poor, owing to adopt manually-operated, recognition speed is relatively slow, can't realize online in real time monitoring and follow-up intelligent decision.
Summary of the invention
The purpose of this invention is to provide a kind of prestress two times tensioning flex point discrimination method, need not manual operations, can fast, reliably and accurately automatic identification flex point.
To achieve these goals, the invention provides a kind of prestress two times tensioning flex point discrimination method, it may further comprise the steps:
S1, collection obtain the set of measured data point
, wherein
Be the measured data point,
Be the actual measurement tension value,
Be the actual measurement elongation, wherein i, n are the integer greater than 1;
Dead track data, non-linear section data and descending branch data in the described measured data point set are promptly removed in significant figure strong point in S2, the described measured data point set of screening, obtain the set of valid data point
S3, the described valid data point set of filtration
The middle exceptional data point that exists obtains filtered valid data point set
, wherein i, m are the integer greater than 1;
S4, equidistantly gather described filtered valid data point set again
, set of data points after the acquisition pre-service
, wherein i, m
'Be integer greater than 1;
Two equation of line are expressed as in S5, the desirable prestress two times tensioning of setting and the flex point curve
, wherein
,
The slope of representing two equation of line respectively,
,
The intercept of representing two equation of line respectively,
The coordinate at expression flex point place,
The actual measurement tension value at expression flex point place,
The actual measurement stretch value at expression flex point place, wherein subscript G is the integer greater than 1;
S6, according to set of data points after the pre-service
Ask for parameter
,
,
,
With
The central point of feasible span
,
,
,
With
, wherein
,
Be used to represent the subscript position of described flex point, and both are the integer greater than 1;
S7, with the central point of described feasible span
,
,
,
With
Be the center, expansion obtains feasible span, described feasible span is optimized searches for the parameter that is optimized
,
,
,
With
S8, according to described parameters optimization
,
,
,
With
Judging the validity of flex point, if effectively then judge that described flex point is effective flex point, otherwise is invalid flex point.
Screening significant figure strong point is made up of following steps among the described step S2:
The tension range of S20, the single presstressed reinforcing steel of setting is:
, wherein
Be the tension force lower bound,
Be the tension force upper bound, then described valid data point set
The subscript of middle valid data starting point is expressed as
, wherein
, m is a simultaneous tension presstressed reinforcing steel radical,
,
Be given constant, promptly minimum effective elasticity deformation quantity;
S21, the set of described valid data point
The subscript of middle valid data end point is expressed as
, wherein:
S22, the described valid data point set of acquisition
, wherein D is the set of measured data point, wherein i, n are the integer greater than 1.
Filtering exceptional data point among the described step S3 adopts median average filter algorithm that described valid data point is gathered
Tension data and elongation data carry out filtering, form by following steps:
S30, for the significant figure strong point
, with the tension data at significant figure strong point in its R radius
With the elongation data
Sort respectively, remove tension data
Maximal value and minimum value, ask for the mean value of residue tension data, promptly obtain the value of tension data in the described significant figure strong point
, formulate is:
S31, removal elongation data
Maximal value and minimum value, ask for the mean value of residual elongation amount data, promptly obtain the value of elongation data in the described significant figure strong point
, formulate is:
, wherein
, and the value of R is 3;
Described step S4 intermediate reach is gathered again and is adopted Lagrangian parabolic interpolation algorithm, to valid data point set after filtering
Wait elongation interpolation at interval, form by following steps:
S40, setting elongation are spaced apart
, and the elongation upper bound and lower bound are respectively
,
, get
The integer conduct
Value, promptly
, then the elongation interpolation point is
,
Tension value after the elongation interval interpolation such as S41, the acquisition of the Lagrangian parabolic interpolation algorithm of employing
With the elongation value
:
,
Wherein
And
,
For
In be positioned at the interval
Interior elongation sampled point,
For
Pairing tension value,
For
In be positioned at this interval sampled data points number,
wBe the interpolation exponent number;
Set of data points after the pre-service after the interpolation of elongation such as S42, acquisition interval
Asking for feasible span central point among the described step S6 forms after by following steps:
S60, initiation parameter
,
,
,
With
, and initialization slope differences e
kBe zero, e wherein
k=| k
1-k
2|;
S61, after the pre-service set of data points
First data point
Travel through set of data points after the whole pre-service
, write down current data point
,
;
S64, judge whether to have traveled through set of data points after the described pre-service
In all data points, if judge and to have traveled through all data points then continue execution, otherwise carry out described step S62~S64;
Feasible span is as follows among the described step S7:
Wherein
Be the region of search spreading coefficient,
The big more possibility that then searches globally optimal solution of value just heals big, but institute's time-consuming is just long more, and speed of convergence is also slow more; Otherwise value is more little, and then to obtain the possibility of globally optimal solution just more little, but speed of convergence can be faster, consuming time shorter;
And adopt genetic algorithm that described feasible span is optimized search: to set gene and be respectively 5 parameter to be optimized: k
1, k
2, b
1, b
2Idx, 5 parameters constitute chromosome in the mode of real coding, a plurality of chromosomes constitute population, population is from the pursue parameter optimisation procedure that for evolutionary process then constituted genetic algorithm of parent to filial generation, and adopt fitness function to calculate each chromosomal fitness value in the genetic algorithm, thereby estimate each chromosomal adaptability, so that the natural evolution rule of simulation " survival of the fittest ".
Described feasible span is optimized search to be made up of following steps:
S70, initialization population: adopt the field mouth orthogonal experimental method in the statistics, carry out the initialization operation of population, all be evenly distributed in the feasible span so that guarantee all chromosome, orthogonal arrage is designated as
, the initialization algorithm of population is as follows:
Wherein
The value of j chromosomal i gene in the expression population, inf (g
i) expression i gene the value lower bound, sup (g
i) expression i gene the value upper bound, L
100The capable i row of a j element of [i] [j] expression orthogonal arrage, setting the population size is w, i.e. and the parent chromosome number that initialization generates is w, and wherein w is the integer greater than zero;
S71, calculating fitness value: adopt fitness function, each chromosomal fitness value is:
Wherein
,
Be the value of the 1st gene in i chromosome in the population, i.e. k
1 Be the value of the 2nd gene in i chromosome in the population, i.e. k
2 Be the value of the 3rd gene in i chromosome in the population, i.e. b
1 Be the value of the 4th gene in i chromosome in the population, i.e. b
2 Be the value of the 5th gene in i chromosome in the population, i.e. idx;
S72, intersection:
Matching operation based on the hamming distance: for avoiding inbreeding, before carrying out interlace operation, calculate the hamming distance between the chromosome earlier, only the distance of the hamming between chromosome just can be matched two chromosomes greater than 2 o'clock
,
Between the hamming distance definition as follows:
The interlace operation of variable precision: two chromosomes
,
Variable precision interlace operation algorithm as follows:
Produce the position, point of crossing at first at random:
, wherein
Expression produces random number;
Suppose that the new individuality after i=3 intersects is as follows:
Wherein:
,
Be the random weighting number, inf (g
3) expression gene g
3The value lower bound, sup (g
3) expression gene g
3The value upper bound, if certain gene is repeatedly selected, the precision of this gene will increase gradually in search procedure, the setting crossing-over rate is v, then generates the new chromosome of v * w behind cross match, wherein v gets less than 1 greater than 0 fractional value;
S73, variation: the mixovariation operation of adopting the variation of 2 variations and multiple spot to combine, 2 mutation operations;
S74, selection: adopt the mode of roulette to select, to safeguard the gene diversity of population, w parent chromosome and fitness is the highest in v * w the new chromosome that cross match generates chromosome directly as population of future generation, are chosen w-1 again as population of future generation from remaining chromosome;
S75, continue to carry out above-mentioned steps S72~S74, reach to specify until two the straight-line equation tracks and the measured data goodness of fit and require or evolutionary generation reaches designated value, then withdraw from the described parameters optimization k of acquisition
1, k
2, b
1, b
2, idx.
The judgement of flex point validity comprises among the described step S8:
The judgement of elasticity coefficient validity, if
Judge that then elasticity coefficient is invalid, the flex point that searches is invalid flex point;
The judgement of flex point tension force validity, if
With F
0Existence judges that then the flex point that searches is invalid flex point, wherein than big-difference
Be actual measurement flex point tension force, F
0Be desirable flex point tension force.
Described w value is 100, and described v value is 0.8.
In sum, owing to adopted technique scheme, the invention has the beneficial effects as follows:
The prestress two times tensioning flex point discrimination method that the present invention adopts can fast, reliably and accurately automatic identification flex point.
Description of drawings
The present invention will illustrate by example and with reference to the mode of accompanying drawing, wherein:
Fig. 1 is the fixing and stretch-draw synoptic diagram of anchor cable;
Fig. 2 is desirable two times tensioning curve and flex point synoptic diagram;
Fig. 3 is engineering measurement tension force-elongation curve figure;
Fig. 4 is overall flow figure of the present invention;
Fig. 5 is that chromosome is formed synoptic diagram;
Fig. 6 is that population constitutes synoptic diagram;
Fig. 7 is a population evolutionary process synoptic diagram;
Fig. 8 is the process flow diagram of optimization searching flex point;
Fig. 9 is the flex point identification result figure of measured data 1;
Figure 10 is the flex point identification result figure of measured data 2.
Embodiment
Disclosed all features in this instructions, or the step in disclosed all methods or the process except mutually exclusive feature and/or step, all can make up by any way.
Disclosed arbitrary feature in this instructions (comprising any accessory claim, summary and accompanying drawing) is unless special narration all can be replaced by other equivalences or the alternative features with similar purpose.That is, unless special narration, each feature is an example in a series of equivalences or the similar characteristics.
The flex point of prestress two times tensioning is defined as: applying in the hypertension point of interface between two sections different elasticity coefficient stretch-draw curves gradually to the prestress anchoraging system.Definition according to flex point, the essence of flex point identification can be described as: find two straight-line equations, make the track of these two straight lines in measurement range with the trajectory error minimum of measured data, then the slope of these two straight lines is the elasticity coefficient of cable wire, the intersection point of these two straight lines is flex point.The mathematical description of this problem is as follows:
Search parameter
(straight-line equation 1 slope),
(straight-line equation 2 slopes),
(straight-line equation 1 intercept),
(straight-line equation 2 intercepts),
(two straight lines are preset intersecting point coordinate, and promptly certain in the measured data a bit)
Wherein
Be the measured data point,
Be the actual measurement tension value,
Be the actual measurement elongation.
The absolute error minimum:
Then satisfy this condition
Be optimum flex point,
,
It is the elasticity coefficient of two sections different stretching processes.
Yet because the actual data that record exist various interference, therefore before carrying out the flex point identification, need data are carried out pre-service, comprising:
⑴ screening valid data section: reject dead band, non-linear and descending branch data in the measurement data;
⑵ filter exceptional data point: adopt low-pass filtering, the abnormal data in the measurement data is rejected;
⑶ equidistant resampling: adopt interpolation algorithm, measurement data is waited displacement interpolation at interval, eliminate the space lack of uniformity of measured data.
After executing aforesaid data pretreatment operation, can enter flex point identification link, this link comprises following steps:
⑴ calculate feasible flex point scope: according to the geometrical feature of data and curves after the pre-service, use algebraic method and tentatively determine the possible span of flex point, as the basis of follow-up optimization;
⑵ search for optimum flex point: according to possibility flex point scope, the application enhancements genetic algorithm is searched for two sections stretch-draw slope of a curves and corner position, finds out optimal resilience coefficient and corner position.
⑶ flex point validity is judged: Given information carries out the rationality judgement to the flex point and the elasticity coefficient that search out.
As shown in Figure 4, this prestress two times tensioning flex point discrimination method may further comprise the steps:
S1, collection obtain the set of measured data point
, wherein
Be the measured data point,
Be the actual measurement tension value,
Be the actual measurement elongation, wherein i, n are the integer greater than 1;
S2,
Screening valid data section: screen the significant figure strong point in the described measured data point set, promptly remove dead track data, non-linear section data and descending branch data in the described measured data point set, obtain the set of valid data point
Specifically carry out according to following steps:
S20, set single presstressed reinforcing steel (steel strand wires, rod iron etc.) and follow the tension range of Hooke's law and be:
, wherein
Be the tension force lower bound,
Be the tension force upper bound, the measured data point set is combined into:
, wherein
Be the measured data point,
f i Be the actual measurement tension value,
s i Be the actual measurement elongation, then described valid data point set
The subscript of middle valid data starting point is expressed as
,
Wherein:
, m is a simultaneous tension presstressed reinforcing steel radical,
S21, the set of described valid data point
The subscript of middle valid data end point is expressed as
, wherein:
S22, the described valid data point set of acquisition
, wherein D is the set of measured data point, wherein i, n are the integer greater than 1.
S3,
Filter exceptional data point: filter described valid data point set
The middle exceptional data point that exists obtains filtered valid data point set
, wherein i, m are the integer greater than 1.Consider that therefore main interference source adopts median average filter algorithm that tension force and elongation data are carried out filtering based on impulse disturbances in the set of measured data point, specifically form by following steps:
S30, for the significant figure strong point
, with the tension data at significant figure strong point in its R radius
With the elongation data
Sort respectively, remove tension data
Maximal value and minimum value, ask for the mean value of residue tension data, promptly obtain the value of tension data in the described significant figure strong point
, formulate is:
S31, removal elongation data
Maximal value and minimum value, ask for the mean value of residual elongation amount data, promptly obtain the value of elongation data in the described significant figure strong point
, formulate is:
, wherein
, and the value of R is relevant with measured data point itself with the sample frequency of measured data point, and the R value is 3 in an embodiment of the present invention;
S4,
Equidistantly gather again: generally, the actual data point set that sampling obtains spatially is very unbalanced.Because the artificial origin may stop for a long time in a certain tension level, causes same tension force-elongation data to be repeated sampling repeatedly, also possible tension force increase is very fast, causes this regional sampled data space interval very big.For eliminating the unbalanced interference in space of measured data, need equidistantly to gather again described filtered valid data point set to the flex point identification
, set of data points after the acquisition pre-service
, wherein i, m
'Be integer greater than 1; Adopt Lagrangian parabolic interpolation algorithm that valid data point is after filtering gathered among the present invention
Wait elongation interpolation at interval, form by following steps:
S40, setting elongation are spaced apart
, and the elongation upper bound and lower bound are respectively
,
, get
The integer conduct
Value, promptly
, then the elongation interpolation point is
,
Tension value after the elongation interval interpolation such as S41, the acquisition of the Lagrangian parabolic interpolation algorithm of employing
With the elongation value
:
,
Wherein
And
,
For
In be positioned at the interval
Interior elongation sampled point,
For
Pairing tension value,
For
In be positioned at this interval sampled data points number,
wBe the interpolation exponent number;
Set of data points after the pre-service after the interpolation of elongation such as S42, acquisition interval
Two equation of line are expressed as in S5, the desirable prestress two times tensioning of setting and the flex point curve
, wherein
,
The slope of representing two equation of line respectively,
,
The intercept of representing two equation of line respectively,
The coordinate at expression flex point place,
The actual measurement tension value at expression flex point place,
The actual measurement stretch value at expression flex point place, wherein subscript G is the integer greater than 1;
S6,
Calculate feasible flex point scope: before the optimization searching of carrying out flex point, 5 parameters in the mathematical problem that needs to determine to sum up the front (
,
,
,
,
) feasible span.At first according to set of data points after the pre-service
Ask for
,
,
,
With
The central point of feasible span
,
,
,
With
, wherein
,
Be used to represent the subscript position of described flex point, promptly
And
,
Be integer greater than 1.Particularly, carry out according to following steps:
S60, initiation parameter
,
,
,
With
, and initialization slope differences e
kBe zero, e wherein
k=| k
1-k
2|;
S61, after the pre-service set of data points
First data point
Travel through set of data points after the whole pre-service
, write down current data point
S63, judge whether
, if then:
S64, judge whether to have traveled through set of data points after the described pre-service
In all data points, if judge and to have traveled through all data points then continue execution, otherwise carry out described step S62~S64;
S7,
Search for optimum flex point parameter: with the central point of described feasible span
,
,
,
With
Be the center, expansion obtains feasible span, described feasible span is optimized searches for the parameter that is optimized
,
,
,
With
Feasible span is as follows:
,
Wherein
Be the region of search spreading coefficient, the big more possibility that then searches globally optimal solution of value just heals big, but institute's time-consuming is just long more, and speed of convergence is also slow more; Otherwise value is more little, and then to obtain the possibility of globally optimal solution just more little, but speed of convergence can be faster, consuming time shorter.
The present invention adopts the improvement genetic algorithm, optimization searching in above-mentioned feasible span.Certainly, to parameters optimization k
1, k
2, b
1, b
2, the optimization searching of idx can also adopt other mode to carry out.As shown in Figure 5, set gene (gene) and be respectively 5 parameter to be optimized: k
1, k
2, b
1, b
2, idx, 5 parameters constitute chromosome (chromosome) in the mode of real coding.As shown in Figure 6, a plurality of chromosomes constitute population, population is from the pursue parameter optimisation procedure that for evolutionary process then constituted genetic algorithm of parent to filial generation, as shown in Figure 7, and adopt fitness function to calculate each chromosomal fitness value in the genetic algorithm, thereby estimate each chromosomal adaptability (good and bad degree), so that the natural evolution rule of simulation " survival of the fittest ".The present invention selects for use fitness function to calculate each chromosomal fitness value:
Wherein ,
,
,
,
Be constant (actual value is 0.001).
FitnessValue big more, adaptability that then should individuality is high more, corresponding parameters (gene) is just good more.
As shown in Figure 8, described feasible span being optimized search is made up of following steps:
S70, initialization population: adopt the field mouth orthogonal experimental method in the statistics, carry out the initialization operation of population, all be evenly distributed in the feasible span so that guarantee all chromosome, orthogonal arrage is designated as
, orthogonal arrage can be regarded as
Matrix.The initialization algorithm of population is as follows:
Wherein
The value of j chromosomal i gene in the expression population, inf (g
i) expression i gene the value lower bound, sup (g
i) expression i gene the value upper bound, L
100The capable i row of a j element of [i] [j] expression orthogonal arrage, setting the population size is w, be that the parent chromosome number that initialization generates is w, wherein w is the integer greater than 1, be set at 100 such as the population size, be that the chromosome number that initialization generates is 100, each later on population chromosome number of future generation that generates through the back of evolving also is 100;
S71, calculating fitness value: adopt fitness function, each chromosomal fitness value is:
Wherein
,
Be the value of the 1st gene in i chromosome in the population, i.e. k
1 Be the value of the 2nd gene in i chromosome in the population, i.e. k
2 Be the value of the 3rd gene in i chromosome in the population, i.e. b
1 Be the value of the 4th gene in i chromosome in the population, i.e. b
2 Be the value of the 5th gene in i chromosome in the population, i.e. idx;
S72, intersection: the link of intersecting comprises two steps: based on the matching operation of hamming distance, the interlace operation of variable precision.
Matching operation based on the hamming distance: for avoiding inbreeding, before carrying out interlace operation, calculate the hamming distance between the chromosome earlier, just can match two chromosomes when only the distance of the hamming between chromosome is greater than set-point
,
Between the hamming distance definition as follows:
When the hamming between two individualities distance just can be matched more than or equal to 2 the time.
The interlace operation of variable precision: two chromosomes
,
Variable precision interlace operation algorithm as follows:
Produce the position, point of crossing at first at random:
, wherein
Expression produces random number;
Suppose that the new individuality after i=3 intersects is as follows:
Wherein:
,
Be the random weighting number, inf (g
3) expression gene g
3The value lower bound, sup (g
3) expression gene g
3The value upper bound, if certain gene is repeatedly selected, the precision of this gene will increase gradually in search procedure, the setting crossing-over rate is v, wherein v is less than 1 greater than 0 given fractional value, then generates v * w new chromosome behind cross match, is 0.8 such as setting crossing-over rate, promptly to carry out 40 times cross match, generate 80 new chromosomes.
S73, variation: for avoiding the precocious convergence of algorithm, the mixovariation operation of having adopted 2 variations and multiple spot variation to combine in the algorithm.The execution of 2 mutation operations is selected in the mode of probability.Wherein, the multiple spot mutation operation comes from the Convex Set Theory in the management, a plurality of genes of individual chromosome are selected to carry out the convex combination variation randomly in the operation. and the multiple spot mutation operation has strengthened the meticulous regulating power of variation, what they were different with the single-point variation is the selected variation of carrying out convex combination of a plurality of genes of individual chromosome.If chromosome
The the 2nd and the 4th gene is selected makes a variation, variation generates new chromosome
, wherein:
S74, selection: adopt the mode of roulette to select, allow the lower individuality of fitness that selecteed chance is also arranged, to safeguard the gene diversity of population.With w parent chromosome and fitness is the highest in v * w the new chromosome that cross match generates chromosome directly as population of future generation, from remaining chromosome, choose w-1 again as population of future generation, scope in the present embodiment to be selected is 100 chromosome of parent and 80 chromosomes that interlace operation generates, and promptly selects 100 chromosomes as population of future generation from 180 chromosomes.Wherein the unconditional reservation of these 180 the individual quilts of the highest chromosomal fitness enters the next generation, promptly only need select 99 chromosomes.Algorithm is as follows:
Generate random number:
, if
Then
iIndividual chromosome is selected, repeats this operation up to choosing 99 chromosomes.
S75, continue to carry out above-mentioned steps S72~S74, reach until two the straight-line equation tracks and the measured data goodness of fit and specify requirement or evolutionary generation to reach designated value, then withdraw from.
S8,
Flex point validity is judged: according to described parameters optimization
,
,
,
With
Judging the validity of flex point, if effectively then judge that described flex point is effective flex point, otherwise is invalid flex point.The judgement of flex point validity comprises:
The judgement of elasticity coefficient validity, if
Judge that then elasticity coefficient is invalid, the flex point that searches is invalid flex point;
The judgement of flex point tension force validity, if
With F
0Existence judges that then the flex point that searches is invalid flex point, wherein than big-difference
Be actual measurement flex point tension force, F
0Be desirable flex point tension force.
An experimental result of the present invention as shown in Figure 9, thin curve is the engineering measurement data among the figure, bold curve is through the data and curves after the data pre-service (selection of valid data section, exceptional data point filter, equidistantly sample), thin straight line is the straight-line equation track after the optimization searching, the corner position that bullet obtains for search.Wherein technical parameter is as follows.
Parameter before the optimization searching:
Flex point tension force: 1160.89 KN, flex point elongation: 15.73 mm.
Another experimental result of the present invention as shown in figure 10, thin curve is the engineering measurement data among the figure, bold curve is through the data and curves after the data pre-service (selection of valid data section, exceptional data point filter, equidistantly sample), thin straight line is the straight-line equation track after the optimization searching, the corner position that bullet obtains for search.Wherein technical parameter is as follows.
Parameter before the optimization searching:
Flex point tension force: 985.02 KN, flex point elongation: 12.50 mm.
The present invention is not limited to aforesaid embodiment.The present invention expands to any new feature or any new combination that discloses in this manual, and the arbitrary new method that discloses or step or any new combination of process.
Claims (9)
1. prestress two times tensioning flex point discrimination method, it may further comprise the steps:
S1, collection obtain the set of measured data point
, wherein
Be the measured data point,
Be the actual measurement tension value,
Be the actual measurement elongation, wherein i, n are the integer greater than 1;
Dead track data, non-linear section data and descending branch data in the described measured data point set are promptly removed in significant figure strong point in S2, the described measured data point set of screening, obtain the set of valid data point
S3, the described valid data point set of filtration
The middle exceptional data point that exists obtains filtered valid data point set
, wherein i, m are the integer greater than 1;
S4, equidistantly gather described filtered valid data point set again
, set of data points after the acquisition pre-service
, wherein i, m
'Be integer greater than 1;
Two equation of line are expressed as in S5, the desirable prestress two times tensioning of setting and the flex point curve
, wherein
,
The slope of representing two equation of line respectively,
,
The intercept of representing two equation of line respectively,
The coordinate at expression flex point place,
The actual measurement tension value at expression flex point place,
The actual measurement stretch value at expression flex point place, wherein subscript G is the integer greater than 1;
S6, according to set of data points after the pre-service
Ask for parameter
,
,
,
With
The central point of feasible span
,
,
,
With
, wherein
,
Be used to represent the subscript position of described flex point, and both are the integer greater than 1;
S7, with the central point of described feasible span
,
,
,
With
Be the center, expansion obtains feasible span, described feasible span is optimized searches for the parameter that is optimized
,
,
,
With
2. prestress two times tensioning flex point discrimination method according to claim 1 is characterized in that: screening significant figure strong point is made up of following steps among the described step S2:
The tension range of S20, the single presstressed reinforcing steel of setting is:
, wherein
Be the tension force lower bound,
Be the tension force upper bound, then described valid data point set
The subscript of middle valid data starting point is expressed as
, wherein
, m is a simultaneous tension presstressed reinforcing steel radical,
,
Be given constant, promptly minimum effective elasticity deformation quantity;
S21, the set of described valid data point
The subscript of middle valid data end point is expressed as
, wherein:
3. prestress two times tensioning flex point discrimination method according to claim 1 is characterized in that: filter exceptional data point among the described step S3 and adopt median average filter algorithm that described valid data point is gathered
Tension data and elongation data carry out filtering, form by following steps:
S30, for the significant figure strong point
, with the tension data at significant figure strong point in its R radius
With the elongation data
Sort respectively, remove tension data
Maximal value and minimum value, ask for the mean value of residue tension data, promptly obtain the value of tension data in the described significant figure strong point
, formulate is:
S31, removal elongation data
Maximal value and minimum value, ask for the mean value of residual elongation amount data, promptly obtain the value of elongation data in the described significant figure strong point
, formulate is:
, wherein
, and the value of R is 3;
4. prestress two times tensioning flex point discrimination method according to claim 1 is characterized in that: described step S4 intermediate reach is gathered again and is adopted Lagrangian parabolic interpolation algorithm, to valid data point set after filtering
Wait elongation interpolation at interval, form by following steps:
S40, setting elongation are spaced apart
, and the elongation upper bound and lower bound are respectively
,
, get
The integer conduct
Value, promptly
, then the elongation interpolation point is
,
Tension value after the elongation interval interpolation such as S41, the acquisition of the Lagrangian parabolic interpolation algorithm of employing
With the elongation value
:
,
Wherein
And
,
For
In be positioned at the interval
Interior elongation sampled point,
For
Pairing tension value,
For
In be positioned at this interval sampled data points number,
wBe the interpolation exponent number;
5. prestress two times tensioning flex point discrimination method according to claim 1 is characterized in that: ask for feasible span central point among the described step S6 and form after by following steps:
S60, initiation parameter
,
,
,
With
, and initialization slope differences e
kBe zero, e wherein
k=| k
1-k
2|;
S61, after the pre-service set of data points
First data point
Travel through set of data points after the whole pre-service
, write down current data point
,
,
S64, judge whether to have traveled through set of data points after the described pre-service
In all data points, if judge and to have traveled through all data points then continue execution, otherwise carry out described step S62~S64;
6. prestress two times tensioning flex point discrimination method according to claim 1, it is characterized in that: feasible span is as follows among the described step S7:
Wherein
Be the region of search spreading coefficient,
The big more possibility that then searches globally optimal solution of value just heals big, but institute's time-consuming is just long more, and speed of convergence is also slow more; Otherwise value is more little, and then to obtain the possibility of globally optimal solution just more little, but speed of convergence can be faster, consuming time shorter;
And adopt genetic algorithm that described feasible span is optimized search: to set gene and be respectively 5 parameter to be optimized: k
1, k
2, b
1, b
2Idx, 5 parameters constitute chromosome in the mode of real coding, a plurality of chromosomes constitute population, population is from the pursue parameter optimisation procedure that for evolutionary process then constituted genetic algorithm of parent to filial generation, and adopt fitness function to calculate each chromosomal fitness value in the genetic algorithm, thereby estimate each chromosomal adaptability, so that the natural evolution rule of simulation " survival of the fittest ".
7. prestress two times tensioning flex point discrimination method according to claim 6 is characterized in that: described feasible span is optimized search is made up of following steps:
S70, initialization population: adopt the field mouth orthogonal experimental method in the statistics, carry out the initialization operation of population, all be evenly distributed in the feasible span so that guarantee all chromosome, orthogonal arrage is designated as
, the initialization algorithm of population is as follows:
Wherein
The value of j chromosomal i gene in the expression population, inf (g
i) expression i gene the value lower bound, sup (g
i) expression i gene the value upper bound, L
100The capable i row of a j element of [i] [j] expression orthogonal arrage, setting the population size is w, i.e. and the parent chromosome number that initialization generates is w, and wherein w is the integer greater than zero;
S71, calculating fitness value: adopt fitness function, each chromosomal fitness value is:
Wherein
,
Be the value of the 1st gene in i chromosome in the population, i.e. k
1 Be the value of the 2nd gene in i chromosome in the population, i.e. k
2 Be the value of the 3rd gene in i chromosome in the population, i.e. b
1 Be the value of the 4th gene in i chromosome in the population, i.e. b
2 Be the value of the 5th gene in i chromosome in the population, i.e. idx;
S72, intersection:
Matching operation based on the hamming distance: for avoiding inbreeding, before carrying out interlace operation, calculate the hamming distance between the chromosome earlier, only the distance of the hamming between chromosome just can be matched two chromosomes greater than 2 o'clock
,
Between the hamming distance definition as follows:
The interlace operation of variable precision: two chromosomes
,
Variable precision interlace operation algorithm as follows:
Produce the position, point of crossing at first at random:
, wherein
Expression produces random number;
Suppose that the new individuality after i=3 intersects is as follows:
Wherein:
,
Be the random weighting number, inf (g
3) expression gene g
3The value lower bound, sup (g
3) expression gene g
3The value upper bound, if certain gene is repeatedly selected, the precision of this gene will increase gradually in search procedure, the setting crossing-over rate is v, then generates the new chromosome of v * w behind cross match, wherein v gets less than 1 greater than 0 fractional value;
S73, variation: the mixovariation operation of adopting the variation of 2 variations and multiple spot to combine, 2 mutation operations;
S74, selection: adopt the mode of roulette to select, to safeguard the gene diversity of population, w parent chromosome and fitness is the highest in v * w the new chromosome that cross match generates chromosome directly as population of future generation, are chosen w-1 again as population of future generation from remaining chromosome;
S75, continue to carry out above-mentioned steps S72~S74, reach to specify until two the straight-line equation tracks and the measured data goodness of fit and require or evolutionary generation reaches designated value, then withdraw from the described parameters optimization k of acquisition
1, k
2, b
1, b
2, idx.
8. prestress two times tensioning flex point discrimination method according to claim 1, it is characterized in that: the judgement of flex point validity comprises among the described step S8:
The judgement of elasticity coefficient validity, if
Judge that then elasticity coefficient is invalid, the flex point that searches is invalid flex point;
9. prestress two times tensioning flex point discrimination method according to claim 7, it is characterized in that: described w value is 100, described v value is 0.8.
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CN109670144A (en) * | 2018-11-16 | 2019-04-23 | 北京交通大学 | A kind of missing values processing method based on Lagrange's interpolation |
CN114319348A (en) * | 2022-03-14 | 2022-04-12 | 四川交达预应力工程检测科技有限公司 | Rock mass deformation detection method, self-adaptive prestress tensioning method and tensioning system |
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CN109670144A (en) * | 2018-11-16 | 2019-04-23 | 北京交通大学 | A kind of missing values processing method based on Lagrange's interpolation |
CN114486495A (en) * | 2022-01-26 | 2022-05-13 | 中铁七局集团有限公司 | Pipeline internal pressure and deformation experimental device and detection method |
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CN114319348A (en) * | 2022-03-14 | 2022-04-12 | 四川交达预应力工程检测科技有限公司 | Rock mass deformation detection method, self-adaptive prestress tensioning method and tensioning system |
CN114319348B (en) * | 2022-03-14 | 2022-05-27 | 四川交达预应力工程检测科技有限公司 | Self-adaptive prestress tensioning method and tensioning system |
CN115157437A (en) * | 2022-06-28 | 2022-10-11 | 中电建路桥集团有限公司 | Standardization and datamation method for quality control of prefabricated box girder |
CN115157437B (en) * | 2022-06-28 | 2024-01-16 | 中电建路桥集团有限公司 | Standardization and datamation method for quality control of prefabricated box girder |
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